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Undrained limiting lateral soil pressure on a row of piles
Computers and geotechnics , 2013
Enthalten in: Computers and geotechnics
OLC Architektur
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Unsaturated soils: From constitutive modelling to numerical algorithms
Computers and geotechnics , 2008
Enthalten in: Computers and geotechnics
OLC Architektur
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Unsaturated soils: From constitutive modelling to numerical algorithms
Computers and geotechnics , 2008
Enthalten in: Computers and geotechnics
OLC Architektur
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Erratum to “Interpretation of unsaturated soil behaviour in the stress–saturation space II: Constitutive relationships and validations''
Computers and geotechnics , 2012
Enthalten in: Computers and geotechnics
OLC Architektur
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Interpretation of unsaturated soil behaviour in the stress – Saturation space, I: Volume change and water retention behaviour
Computers and geotechnics , 2012
Enthalten in: Computers and geotechnics
OLC Architektur
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Discrete modelling of hexagonal wire meshes with a stochastically distorted contact model
Computers and geotechnics , 2013
Enthalten in: Computers and geotechnics
OLC Architektur
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Undrained stability of wide rectangular tunnels
Computers and geotechnics , 2013
Enthalten in: Computers and geotechnics
OLC Architektur
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A constitutive model for coal-fouled ballast capturing the effects of particle degradation
Computers and geotechnics , 2014
Enthalten in: Computers and geotechnics
OLC Architektur
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Analysis of circular tunnels due to seismic P-wave propagation, with emphasis on unreinforced concrete liners
Computers and geotechnics , 2014
Enthalten in: Computers and geotechnics
OLC Architektur
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Sand–pipeline–trench lateral interaction effects for shallow buried pipelines
Computers and geotechnics , 2013
Enthalten in: Computers and geotechnics
OLC Architektur
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Undrained stability of a square tunnel where the shear strength increases linearly with depth
Computers and geotechnics , 2013
Enthalten in: Computers and geotechnics
OLC Architektur
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Stability of an undrained plane strain heading revisited
Computers and geotechnics , 2003
Enthalten in: Computers and geotechnics
OLC Architektur
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Bearing capacity of a cohesive-frictional soil under non-eccentric inclined loading
Computers and geotechnics , 2004
Enthalten in: Computers and geotechnics
OLC Architektur
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Stability of dual circular tunnels in cohesive-frictional soil subjected to surcharge loading
Computers and geotechnics , 2013
Enthalten in: Computers and geotechnics
OLC Architektur
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Stability of a circular tunnel in cohesive-frictional soil subjected to surcharge loading
Computers and geotechnics , 2011
Enthalten in: Computers and geotechnics
OLC Architektur
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Interpretation of unsaturated soil behaviour in the stress–saturation space
Computers and geotechnics , 2012
Enthalten in: Computers and geotechnics
OLC Architektur
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Elastoplastic prediction of hydro-mechanical behaviour of unsaturated soils under undrained conditions
Computers and geotechnics , 2008
Enthalten in: Computers and geotechnics
OLC Architektur
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Elastoplastic prediction of hydro-mechanical behaviour of unsaturated soils under undrained conditions
Computers and geotechnics , 2008
Enthalten in: Computers and geotechnics
OLC Architektur
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A comparative study of stress integration methods for the Barcelona Basic Model
Computers and geotechnics , 2012
Enthalten in: Computers and geotechnics
OLC Architektur
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Reply to Comments on “Unsaturated soils: From constitutive modelling to numerical algorithms” by Daichao Sheng, Antonio Gens, Delwyn G. Fredlund and Scott W. Sloan [Computers and Geotechnics 35(6) (2008) 810–824] by Jingshuang Li, Yichuan Xing and Yujing Hou
Computers and geotechnics , 2009
Enthalten in: Computers and geotechnics
OLC Architektur